Double-K Parameters and the Cohesive-Stress-Based KR Curve for the Negative Geometry

H.W. Reinhardt, S. Xu (2004). "Double-K Parameters and the Cohesive-Stress-Based KR Curve for the Negative Geometry." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

H.W. Reinhardt, S. Xu. "Double-K Parameters and the Cohesive-Stress-Based KR Curve for the Negative Geometry." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

H.W. Reinhardt, S. Xu, "Double-K Parameters and the Cohesive-Stress-Based KR Curve for the Negative Geometry," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{h-w-reinhardt2004,
  title     = {Double-K Parameters and the Cohesive-Stress-Based KR Curve for the Negative Geometry},
  author    = {H.W. Reinhardt, S. Xu},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Double-K Parameters and the Cohesive-Stress-Based KR Curve for the Negative Geometry
AU  - H.W. Reinhardt
AU  - S. Xu
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Double-K_Parameters_and_the_Cohesive-Stress-Based_KR_Curve_for_the_Negative_Geom.pdf
AB  - In this paper, the fictitious crack distributed with softening cohesive stress in the case of the infinite plate with a semi-infinite crack, as an example of negative facture geometry was analytically solved and numerically studied. Using the analytical solutions and numerical results both double-K parameters and cohesive stress based K curve were determined. The gained results show that there exist crack initiation, R crack propagation until maximum load was exceeded and the crack retrenches slowly after maximum load. The three-parameter law of fracture toughness increase exists yet in such negative geometry. Therefore, the double-K fracture model applies to the negative…
ER  -